Summary for Test 2020-10-13-24-1

Test performed: AASHTO T209-12

Project Information

Project IdentifiersProject ID: 214885
DEA: 080K1234
EFIS: 0815000242
DIST-CO-RTE-PM08-SBD-15-64.6/75.3
Award Date06/03/2020
Closeout DateNot set
Work DescriptionCOLD PLANE ASPHALT CONCRETE PAVEMENT AND PLACE RHMA-G.
Location DescriptionSAN BERNARDINO COUNTY FROM 1.2 MILES SOUTH OF SIDEWINDER ROAD OVERCROSSING TO MOJAVE RIVER BRIDGE
QA Service Level1 (Verified on 07/10/2020)

Sample Information

Sample Taken Date10/13/2020 Sample Unique Key24
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing10/08/2020
Sample typeAcceptance A brief description of the sampleRte 15 sta 03+90, sta 15+00, sta 29+00
The quantity of what the sample constitutes2 box, 3 cores From where was the sample collectedJob Site
First name of sampler or witnessed byGeorge Last name of sampler or witnessed byThunstrom
Title of samplerTE Telephone number of sampler
Laboratory sample identification40-A, 40-B, 40-C Linked DIME Sample ID
The fabricator/manufacturer/facility nameOHL, Sully Miller Transportation Laboratory (TL) NumberBlue Diamond
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameI 15 N Sidewinder Rd

Material Information

Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading3/4 inch Lot number
Sublot number HMA Design ID

Test Details

DIME Sample ID: 2020-10-13-24
DIME Test ID: 2020-10-13-24-1
Testing Lab: CT D08 - Hesperia Field Testing Laboratory
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2020-11-10

Test Results


Number of tests: 3
Mass Determination: Air
Input Type: Calculated
Tester's full name: David Chen
Date of test: 10/22/2020
Specific Gravity for Sample 1:95.600
Specific Gravity for Sample 2:95.100
Specific Gravity for Sample 3:96.000
Average Specific Gravity:95.600
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/10/2020